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STRUCTURAL SHEATHING. — <br />REFER TO STRUCTURAL SHEETS <br />FOR NAILING do OTHER REQ. <br />PER <br />ELEV. <br />FLOOR JOIST <br />OR TRUSS <br />SYSTEM do <br />DIRECTION PER <br />STRUCTURAL <br />INTERIOR <br />(2)2x6 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6' <br />O.C. STAGGERED <br />INSULATION AS PER SPECS. <br />2x LEDGER ATTACHED TO (2)2x$ HEADER W/ 10d NAILS 0 6' <br />O.C. STAGGERED <br />PRE-ENGINEERED ROOF TRUSSES. REFER TO <br />TRUSS MFGR. DRAWINGS. STRINGERS TOE NAKED TO 2x LEDGER W1(4) <br />10d NAILS <br />SHINGLE (OR TILE ROOF PER SPEC) <br />— TRUSS STRAP PER STRUCT. DETAILS 2x THRUST BLOCK W/ (3) 1/4-9 3/4 <br />TAP= TO SLAB <br />OIL TOP OF WALL <br />(REFER TO ELEV.) <br />0'-0- <br />FASCIA PER COMMUNITY SPEC <br />SOFFIT do OVERHANG PER SPECIFICATIONS <br />2x THRUST BLOC( W/ (3) — <br />1/4'X2 3/4' TAPCONS TO SLAB <br />REFER TO 2ND FLOOR JOINT <br />DETAIL <br />RIM BD. OR TRUSS PER O'-0` <br />STRUCT. <br />OL <br />TOP OF FLOOR <br />(REFER TO ELEV.) <br />TOP OF CMU <br />(REFER TO ELEV.) <br />BOND BEAM PER PLAN <br />SEE STRUCT. FOR ALL <br />REINFORCEMENT <br />REQUIREMENTS <br />(2)2)m HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 <br />6' O.C. STAGGERED <br />2x LEDGER ATTACHED TO (2)2X8 HEADER W/ 10d NAILS 0 <br />6' O.C. STAGGERED <br />SIIiNGERS TOE NAILED TO 3 LEDGER w/ (4) <br />10d MAILS. <br />T%lni^ A 1 119r A in 11rT • 11 A <br />CLG. JOIST 016' D.C. <br />ac JOIST 016' OLC. <br />ELEV. PER PLANS <br />(2) 2x6 HEADER SUPPORT <br />NTH KNEE -WALL OR (8) 16d <br />NAILS INTO SM 0 WALL <br />STAIR LAND I G <br />ELEV. do SIZ PER <br />ARCH. PLANS <br />2x LEDGER ATTACHED TO (2)2x8 <br />2x6 LEDGER SUPPORTED BY ONE OF THE HEADER W/ 10d NAILS 0 6' O.C. <br />FOLLOWING STRUCTURAL SIPPORIS: STAGGERED <br />a KNEE WALL BELOW (JOIST HANGERS <br />NOT REQUIRED) SECURE 2x6 FLOOR JOISTS 016' O.C. TO <br />b. (3) 15d NAILS INTO EACH STUD HEADER w/LUS26 JOIST HANGERS ■/(4) <br />(16' O.C. MAX) 10d TO JOIST s (6) 10d TO LEDGER <br />c. (2) X x 2 W CONCRETE SCREW <br />0 It O.C. TO MASONRY <br />GRASPABLE <br />HAIORAIL; 1 <br />1/4' MIN TO <br />1-1/2' MAX <br />DIAMETER <br />GREATEST VARIANCE BETWEEN LARGEST TREAD AND SMALLEST TREAD <br />SHALL NOT BE GREATER THAN 3/8'. <br />GREATEST VARIANCE BETWEEN TALLEST RISER AND SHORTEST RISER <br />SHALL NOT BE GREATER THAN 3/8'. <br />HANDRAIL BRACKETS TO BE <br />CONNECTED TO MAMNG PER MMNF. <br />RECOMMENDATIONS <br />SEC710N <br />,/2• wll <br />RETURN HANDRAIL <br />INTO 1X BACKER BD. <br />PLAN <br />IF USING PREMANUFACTURED STAIRS, FOLLOW THE DETAILS PROVIDED BY THE MANUFACTURER. <br />2x STUDS, SEE PLAN FOR SPACING AND <br />STRAPPING REQUIREMENTS <br />CONT. 2x PLATE w/(2) 16d NAILS 016'O.C. <br />23/32' FLOOR SHEATHING NAILED w/8d NAILS <br />O.C. 0 EDGES do If O.C. FIELD NAILING (MIN) <br />2x BLOCKING 4'-0' O.C. FOR TWO BAYS NAIL <br />FLOOR SHEATHING TO BLOCKING w/ 8d NAILS 0 <br />4' O.C. <br />TRUSS PER PLAN <br />SHEATHING PER PLAN <br />META16 ANCHOR 0 24' O.C: <br />STRUCTURAL SHEATHING CONTINUOUS THROUGH <br />FLOG CONECTIOIN, SEE PLAN FOR ATTACHMENT <br />DIAG. REO. 0 BLOCKING. NAIL w/ (2) 10d NAILS <br />0 E.E. <br />FIELD FRAME 20 KNEE WALL OR PRE-ENG <br />FLOOR TRUSS, STUDS 016' O.C. w/ (2) 16d <br />NAILS 0 EA END <br />NAILING PER DETAILS <br />8' KNOCKOUT BLOCK w/15 CONTINOUS BAR <br />GROUT SOLID <br />8' CMU WALL OR POURED CONC. WALL, SEE <br />PLAN FOR VERT RENF. <br />OOR TRUSS/JOIST TO MASONRY WALL <br />H10A 0 EA. TRUSS w/ (18) <br />1061-1/2' NAILS <br />TRUSS BOTTOM CHORD — <br />SP2 w/ (12) 10d NAILS TO EA. <br />STUD. INSTALL ON OPPOSITE SIDE <br />IF CONFLICTING w/ HIOA <br />2x STUDSO 16' O.C. <br />SP1 w/ (10) 10d NAILS TO EA. STUD — <br />23/32' FLOOR SHEATHING NAILED w/8d NAILS 6' <br />O.C. 0 EDGES do 12' O.C. FIELD NAILING (TIN) <br />TRUSS/JOIST PER PLAN <br />SHEATHING PER PLAN <br />SP2 w/ (12) 10d NAILS TO EA STUD. <br />FL1C <br />DOUBLE TOP PLATE <br />NT. 2x PLATE w/2-16d NAILS 0 241C. <br />2x STUDS, SEE PLAN FOR SPACING AND <br />STRAPPING REQUIREMENTS <br />CONT. 2x PLATE w/2-16d NAILS 0 EA. JOIST <br />23/32' FLOOR SHEATHING NAILED w/8d NAILS <br />O.C. 0 EDGES do 12' O.C. FIELD NAILING (MIN) <br />TRUSS PER PLAN ---� <br />SHEATHING PER PLM—/---� <br />META16 ANCHOR 0 EA TRUSS OR 0 24' O.C. <br />TO STRUCTURAL RIM F JOISTS ARE USED <br />FL2 <br />LSTA12 0 EA TRUSS VERTICAL — BEND 0 <br />BOTTOM PLATE <br />FIELD FRAME 2x4 KNEE WALL OR PRE—ENG <br />FLOOR TRUSS, STUDS 016' O.C. w/ (2) 16d <br />NAILS 0 EA END <br />LSTA12 0 EA TRUSS VERTICAL —BEND 0 <br />BOTTOM OF TOP PLATE <br />FRAMED BEARING WALL SEE PLAN AND WIO <br />DETAIL <br />LOOK TRUSS/JOIST TO FRAMED WALL <br />WITHOUT SHEATHING <br />LOOR TRUS; <br />STRUCTURAL SHEATHING CONTINUOUS THROUGH <br />FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT <br />NAILING PER DETAILS <br />(4)16d NAILS <br />RIBBON TO EA. TRUSS <br />8d NAILS 3' O.C. WALL SHEATHING <br />TO EACH TRUSS <br />(4) 16d NAILS RIBBON TO EA. TRUSS <br />NAILING PER DETAILS <br />8• KNOCKOUT BLOCK w/#i CONTINOUS BAR <br />GROUT SOLD <br />8' CMU WALL, SEE PLAN FOR VERT RONF. <br />iT w/LET-IN ON MASONRY WALL <br />STRUCTURAL SHEATHING <br />CONTINUOUS THROUGH <br />FLOOR CONECTION <br />LSTA15 MAY BE USED 0 <br />EVERY STUD TO TRUSS OR <br />BEAM IN LIEU OF <br />CONTINUOUS SIEATHIING <br />IAIL SHEATHING TO BOTTOM <br />'HATE AND BEAM OR <br />ORDER WITH HORIZONTAL <br />IAILING PER DETAILS <br />YLMI MA 1 LWI, 11%V.7J <br />GIRDER <br />� , Q �2-STORY CONNECTION � BEAM <br />1 LV <br />2x STUDS 016' <br />FLOOR SHEATHING <br />STRUCTURAL SHEATHING <br />CONTINUOUS THROUGH <br />FLOOR CONECTION <br />MA15 MAY BE USED 0 <br />EVERY STUD TO TRUSS OR <br />BEAM IN LIEU OF <br />CONTINUOUS SHEATHING <br />NAIL SHEATHING TO BOTTOM <br />SEE STRUCT. DETAILS FOR TRUSS/JOIST PER PLAN PLATE AND BEAM OR <br />GIRDER IM1H HORIZONTAL <br />VARIATIONS SHEATHING PER PLAN NAILING PER DETAILS <br />Q'—Q" TRUSS/JOIST <br />/TOBEAM PER MANUF.F. GIRDER BEAM OR BOOR TRUSS <br />olbFINISHED GRADE <br />FL9 <br />MONOLITHIC FOUNDATION, SEE 2-STORY CONNECTION @ BEAM <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH do REINF. REO. <br />W31 TYP. 2-STORY WALL <br />3 <br />0 <br />0 <br />O0O Fieldstone�c.!�ec��/ <br />4RCIffrECrUM ddENd:NEEMNG•'�jGENS�c '•��'i <br />C.O.A,/ ARCHITECTURE: AA26002802 Q •, f✓ i <br />N C.O.A.T ENGINEERING: 29349 '• +� <br />N 3400 AUBURN RD., 200 �;Z <br />N <br />A L,M 48326 <br />(248) 622-4935 <br />y THOMAS A. 1NEBER, PE <br />� �cc <br />�+ P:E# 73242 FLORIDA i <br />CT P.E.4 76785 €LORIDA -i� � F4ORl0P', ••' C�� ` <br />a' BRIAN C. FRESDNKE, PE ���'.,. 3T OF <br />■ IAN P. MCCULLOUGH., PE 8/24/20 /� ss •''""'''G� `s <br />P.E.1 80956 FLORIDA DATE '��/ jONA�. 11 01 <br />0 <br />a <br />0 <br />N <br />0 <br />N <br />0 <br />U <br />0MM <br />45 <br />00 <br />O <br />o� <br />VJ <br />\ <br />o <br />A� <br />�"'aI <br />N <br />W <br />V� <br />co <br />o <br />�L <br />0 <br />•o <br />41 <br />N <br />as <br />*PulteGroulr <br />PRODUCT MANAGER <br />IRELEASE I <br />DATE: xx /xx /xxxx <br />inkle Fan i <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMB -i <br />2117.501 <br />SHEET <br />Q4.3 <br />